Research Article
Experimental Study on the Seismic Performance of Insulated Single-Sided Composite Shear Walls under Different Shear Spans and Axial Compression Ratios
Table 2
Main specimen information.
| Specimen | Specimen type | Position | Shear span ratio | Axial compression ratio | Reinforcement ratio of longitudinal reinforcement of boundary elements (%) | Volume stirrup ratio of boundary elements (%) |
| SW1-1 | Composite wall | Linear wall | 1.2 | 0.1 | 1.16 | 1.45 | SW1-2 | Composite wall | Linear wall | 1.2 | 0.3 | 1.16 | 1.45 | SW1-3 | Composite wall | Linear wall | 1.2 | 0.4 | 1.5 | 1.45 | W1 | Cast-in-place wall | Linear wall | 1.2 | 0.4 | 1.5 | 1.45 | SW2-1 | Composite wall | Wall between windows | 1.9 | 0.1 | 1.16 | 1.45 | SW2-2 | Composite wall | Wall between windows | 1.9 | 0.3 | 1.16 | 1.45 | SW2-3 | Composite wall | Wall between windows | 1.9 | 0.4 | 1.5 | 1.45 | W2 | Cast-in-place wall | Wall between windows | 1.9 | 0.4 | 1.5 | 1.45 |
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